中国给水排水
中國給水排水
중국급수배수
CHINA WATER & WASTEWATER
2010年
7期
58-61
,共4页
蔡勋江%范洪波%吕斯濠%熊幼林
蔡勛江%範洪波%呂斯濠%熊幼林
채훈강%범홍파%려사호%웅유림
微生物菌剂%城镇污水%分散式处理
微生物菌劑%城鎮汙水%分散式處理
미생물균제%성진오수%분산식처리
microbial agent%municipal wastewater%decentralized treatment
采用投加高效微生物菌剂的方式处理食堂污水,考察微生物菌剂用于城镇污水分散式处理的可行性.结果表明,微生物菌剂对食堂污水的处理效果显著,当原水COD、NH_4~+-N、TN和TP浓度分别为(255~460)、(11.69~18.62)、(14.7~24.6)、(2~5.5) mg/L时,运行50 d后,二级生物强化池的出水COD、NH_4~+-N、TN和TP浓度分别稳定在50、5.0、5.0、1.0 mg/L以下,达到了<城镇污水处理厂污染物排放标准>(GB 18918-2002)的一级A标准;再经生态修复处理后,水质得到进一步改善,可达到<地表水环境质量标准>(GB 3838-2002)的Ⅳ类标准.与传统活性污泥法相比,该技术的投资费用降低了50%以上,运行维护费用降低了30%以上,为城镇污水分散式处理技术提供了一种新思路.
採用投加高效微生物菌劑的方式處理食堂汙水,攷察微生物菌劑用于城鎮汙水分散式處理的可行性.結果錶明,微生物菌劑對食堂汙水的處理效果顯著,噹原水COD、NH_4~+-N、TN和TP濃度分彆為(255~460)、(11.69~18.62)、(14.7~24.6)、(2~5.5) mg/L時,運行50 d後,二級生物彊化池的齣水COD、NH_4~+-N、TN和TP濃度分彆穩定在50、5.0、5.0、1.0 mg/L以下,達到瞭<城鎮汙水處理廠汙染物排放標準>(GB 18918-2002)的一級A標準;再經生態脩複處理後,水質得到進一步改善,可達到<地錶水環境質量標準>(GB 3838-2002)的Ⅳ類標準.與傳統活性汙泥法相比,該技術的投資費用降低瞭50%以上,運行維護費用降低瞭30%以上,為城鎮汙水分散式處理技術提供瞭一種新思路.
채용투가고효미생물균제적방식처리식당오수,고찰미생물균제용우성진오수분산식처리적가행성.결과표명,미생물균제대식당오수적처리효과현저,당원수COD、NH_4~+-N、TN화TP농도분별위(255~460)、(11.69~18.62)、(14.7~24.6)、(2~5.5) mg/L시,운행50 d후,이급생물강화지적출수COD、NH_4~+-N、TN화TP농도분별은정재50、5.0、5.0、1.0 mg/L이하,체도료<성진오수처리엄오염물배방표준>(GB 18918-2002)적일급A표준;재경생태수복처리후,수질득도진일보개선,가체도<지표수배경질량표준>(GB 3838-2002)적Ⅳ류표준.여전통활성오니법상비,해기술적투자비용강저료50%이상,운행유호비용강저료30%이상,위성진오수분산식처리기술제공료일충신사로.
Canteen wastewater was treated by adding highly efficient microbial agent, and the feasibility of decentralized treatment of municipal wastewater by the microbial agent was investigated. The results show that the treatment efficiency of the canteen wastewater by the microbial agent is significant. When the influent concentrations of COD, NH_4~+-N, TN and TP are 255 to 460 mg/L, 11.69 to 18.62 mg/L, 14.7 to 24.6 mg/L and 2 to 5.5 mg/L respectively, the effluent concentrations of COD, NH_4~+-N, TN and TP in the secondary bioaugmentation tank are less than 50 mg/L, 5.0 mg/L, 5.0 mg/L and 1.0 mg/L respectively after operation for 50 d, which reach the first level A criteria specified in Discharge Standard of Pollutants for Municipal Wastewater Treatment Plant (GB 18918-2002). After further treatment of ecological remediation, the quality of treated water is improved and can reach class Ⅳ specified in Environmental Quality Standards for Surface Water (GB 3838-2002). Compared with the traditional activated sludge process, the investment cost and operation cost of this process are reduced by more than 50% and 30%, providing a new way for decentralized treatment of municipal wastewater.